HomeMy WebLinkAbout2667 Magpie Way 18-3556 CONSTRUCTION TRAILERam CITY OF SANFORD
r j BUILDING & FIRE PREVENTION
,
PERMIT APPLICATION
i%ARE
1 j Application No:
[� Documented Construction Value: S 2;400.00
Sob Address: 2667 Magpie Way, Sanford 32771 (Lot 87) Historic District: Yes ❑ No ❑
Parcel ID: 17-20-31-502-0000-0870 Residential ❑X Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Afove ❑
Description of NVork: Relocation of Tempore
2669 Flicker Cove (Permit # 17-2361) to 2667 Magpie
Plan Re-tiew Contact Person: Michelle Parkison
Phone: 407-529-3135 Fax:
Name Park Square Enterprises LLC
Street: 5200 Vineland Rd Suite 200
City, State Zip: Orlando, FL 32811
Construction Trailer - no bathroom from
Title: Permittinc
Email: mparkison d parksquarf
Property Owner Information
Phone: 407-529-3000
Resident of property? : No
Contractor Information
Name Park Square Homesl Vishaal Gupta Phone: 407-529-3000
Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001
City, State Zip: Orlando, FL 32811
Name:
Street:
City, St. Zip:
Bonding Company:
Address:
State License No.: CRC1330351
Architect/Engineer Information
Phone:
Fax:
E-mail:
1lfortgage Lender:
Address:
«_4RNING TO O«T'ER: YOUR FAILURE TO RECORD A NOTICE OF CO-IIlIENCENTEN'T 1kLkY RESULT IN YOUR
PAYING T«VICE FOR IPIPROIN'EnIENTS TO YOUR PROPERTY. A NOTICE OF CONFA'IENCETMEN'T MUST BE
RECORDED AND POSTED ON THE .FOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FLN ,NCLNG, CONSULT WITH YOUR LENDER OR ANT ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a pernut to do the work and installations as indicated. I certify that no work or installation has +
connnenced prior to the issuance of a permit and that all work- -will be performed to meet standards of all laws regulating construction
u1 this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, F� ells, pools,
�v
furnaces, boilers, heaters, tanks, and air conditioners, etc. A
FBC 1.05.3 Shall be inscribed Ni ith the date of application and the code in effect as of that date: 5' Edition (2014) Florida Buildin.- Code
Revised: June 30, 2015 Perttit Application.
;D_ES�: �IE'T,IO�z,:iS _FURNISHED: Lot 87, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 03
through` ? 02' of ^ the Public Records of Seminofe County, Florida.
PLOT PLAIT EOR/CERTIF'TED TO: Park Square Enterprises, LLC (a Delaware Corporation);
Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title
Insurance Fund; Bank of America
C� D)
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0010
TRACT B (STORUWATE,R TRACT)
I S 89043,03" W
�Q2 73.6 1'
LOT 87
PROPOSED CONSTUCTION TRAILER
50'
J I 20 _ _ — GRAVEL PARKING AREA. . _
ZI* ! 10' UTIL. ESK.
7.50'
0
�i
7.50'
10'
30.00'
LOT 86
j
I I
5' CONC. V,ALK I
I`! I LIGHT POST PER. (a s) S 89'43'03` f4^—'f
DRAINAGE PLANS 73. S f.
CURS
Sc7BACKS AS FURNISP4 D
FRONT = 25'(*)
REAR = 20'
SIDE = 5' (40' LOT)
I
7.5' (60' LOT)
AfAGP!E FY'AY
l�
10' (75' Lai)--'—'—
(50' PRIVATE RIIY'� TRACT I
Ss -D STREET - 25' (so' 75' LOT)
15' (40' LOT)
(*) 25' FRONT SETBACK CAN BE REDUCED
TO 20' ON CERTAIN LOTS. NO MORE THAN
(2) IN SUCCESSUN AT 20' AND A MINf.WM
OF (2) r:N sucGEssrON AT 25'
j7 / � E t /R Y
I A
PROPOSED = FrNSHED SPOT GRADE ELaATIONS
�
L/ i r i °
PER DRAINAGE PLANS
PROPOSED DRALNAGE r OW
PLOT PLAIN O �7LY'
�\�A��05�0
LOT GRADING TYPE A MOO.
NOT A SURVEY
�Oe
PROPOSED F.F. PER PIANS = 24:3' Q
C �' �%�IL'Y R — SVCOTT
c�c �1 SYSY00 ; `C. L,4AT� SUR
LEGEND -
LEGEND - LEG
5400 E. COLONIAL DR. ORLANDO, F . 32307 (407)-277-3232 FAX (407)-653-14j6
PAT = POINT GN L ME
NOTES: -
- = FIELD T"P. TYPICAL
I.P. = •ROH PIPE PRC. PmN; C^ R=VERIZC CURVATURE
IRO" R. P.C.C. - PGI4T 0' COMPOUND CURVATURE
I. 7NE UNO£?SiGYED E4ES HERE.R` Cc? FY T. -A7 THIS SYRts V-= THE STiWDAR05 OF PRACTICE SE MATH BY THE 20,8704 BOARD OF
C.H. CONCRETE MO7:JNENT RAD. RADIAL
PR3zE5SO.YAC SUZSYO.4S' A.4O VAFPERS IV CK!�- cR Si -77 FLORIDA ADMINISTRATE CODE PURSUANT TO SECTION 472.027, FLORIDA Si ATUES
ET LR. 1/2' 'R. •/kL3 6596 ALR. • NUN -RA TAL
PIES ARE NOT WD.
2. UNLESS EV80SSE 157TH SUR!:YORS Sf" `LfTl/RE ANO OPX!,'44'L RA!350 SEAL.. THIS SURVEY VAP: OR COVA
REL'. = RLMVERED VP. = VITNESS POINT
3. TIVS SUr.c WAS PR.FFAPEO FRaN TiiLE WFaRWAMAN' Fl RNISHED TO THE SURVEYOR. THERE "A BE 07HE. RES i:
PIER
&
STRAPPING
SCHEDULE
30'
BOX
6 PIERS
00 0�
PER SIDE
c
n L:
cn
30'
BOX
130
MPH
3
STRAPS
PER
SIDE
Z
30'
BOX
140
MPH
4
STRAPS
PER
SIDE
Qo
30'
BOX
150
MPH
4
STRAPS
PER
SIDE
O
30'
BOX
160
MPH
5
STRAPS
PER
SIDE
30'
BOX
170
MPH
6
STRAPS
PER
SIDE
2'-8" OF WOOD MAY BE USED,
30'
BOX
180
MPH
7
STRAPS
PER
SIDE
�HVHZ)
HVHZ))
40'
BOX
7 PIERS
BE SET PERPINDICULAR TO THE PREVIOUS
PER SIDE
OR AN APPROVED
COURSE.
EQUAL)
40'
BOX
130
MPH
5
STRAPS
PER
SIDE
40'
BOX
140
MPH
5
STRAPS
PER
SIDE
40'
BOX
150
MPH
5
STRAPS
PER
SIDE
40'
BOX
160
MPH
6
STRAPS
PER
SIDE
40'
BOX
170
MPH
7
STRAPS
PER
SIDE
40'
BOX
180
MPH
8
STRAPS
PER
SIDE
�HVHZ�
HVHZ
44'
BOX
8 PIERS
PER SIDE
44'
BOX
130
MPH
5
STRAPS
PER
SIDE
44'
BOX
140
MPH
5
STRAPS
PER
SIDE
44'
BOX
150
MPH
6
STRAPS
PER
SIDE
44'
BOX
160
MPH
7
STRAPS
PER
SIDE
44'
BOX
170
MPH
8
STRAPS
PER
SIDE
BOX
180
MPH
9
STRAPS
PER
SIDE
�HVHZ�44'
HVHZ
46'
BOX
8 PIERS
PER SIDE
46'
BOX
130
MPH
5
STRAPS
PER
SIDE
46'
BOX
140
MPH
5
STRAPS
PER
SIDE
46'
BOX
150
MPH
6
STRAPS
PER
SIDE
46'
BOX
160
MPH
7
STRAPS
PER
SIDE
46'
BOX
170
MPH
8
STRAPS
PER
SIDE
BOX
180
MPH
9
STRAPS
PER
SIDE
�HVHZ�46'
HVHZ
52'
BOX
9 PIERS
PER SIDE
52'
BOX
130
MPH
5
STRAPS
PER
SIDE
52'
BOX
140
MPH
5
STRAPS
PER
SIDE
52'
BOX
150
MPH
6
STRAPS
PER
SIDE
52'
BOX
160
MPH
7
STRAPS
PER
SIDE
52'
BOX
"170
MPH
8
STRAPS
PER
SIDE
52'
BOX
'180
MPH
9
STRAPS
PER
SIDE
�HVHZ�
HVHZ
56'
BOX
10
PIERS
PER SIDE
56'
BOX
130
MPH
5
STRAPS
PER
SIDE
56'
BOX
140
MPH
6
STRAPS
PER
SIDE
56'
BOX
150
MPH
7
STRAPS
PER
SIDE
56'
BOX
160
MPH
8
STRAPS
PER
SIDE
56'
BOX
170
MPH
9
STRAPS
PER
SIDE
(HVHZ)
56'
BOX
180
MPH
10
STRAPS PER
SIDE
(HVHZ)
60'
BOX
10
PIERS
PER SIDE
60'
BOX
130
MPH
6
STRAPS
PER
SIDE
60'
BOX
140
MPH
7
STRAPS
PER
SIDE
60'
BOX
150
MPH
8
STRAPS
PER
SIDE
60'
BOX
160
MPH
9
STRAPS
PER
SIDE
60'
BOX
170
MPH
10
STRAPS PER
SIDEHVHZ
60'
BOX
180
MPH
11
STRAPS PER
SIDE
(HVHZ)
T n (8 SHIMS
{ ► OPTIONAL CAP BLOCK
1(;"x18"x7/8" ABS PAD 8"x8"x16" BLOCK
1' 6" NOTE: MAXIMUM OF (2) LAYERS
OF WOOD MAY BE USED.
('A PIER "All
"4,,)SCALE: 3/4"'= 1'-0'� —
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Iffli-
F. T. - — — — — — — F. T. — — - -
NOTE: THIS FOUNDATION PLAN WAS DESIGNED
IN ACCORDANCE WITH THE FBC 5th EDITION & THE
2015 EPCOT BUILDING CODE,
NOTE: STEEL PIERS MAY BE SUBSTITUTED IN LIEU
OF THE MASONRY PIERS SHOWN.
NOTE- LESSEE/END USER IS RESPONSIBLE FOR LOCATING
OR SIZE
ALL UNDERGROUND UTILITIES AND OBSTRUCTIONS, FOUNDATION_ PLAN
NOTE: LESSEE/END USER IS RESPONSIBLE FOR CONDUCTING SCALE: 1/4" = P-0"
A "PULL TEST' IF REQUIRED FOR PERMITTING.
1'-6"
16"x18"x3/4" ABS PAD
(MINUTE MAN PRODUCT OR
AN APPROVED EQUAL)
0 IV/
J
0
J �
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U U
U
0
w Q
> o 0
O = Z
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Z <
00 ¢
¢¢ x w
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I—
z
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w
TYP. ANCHOR TYPES
SCALE: -NTS-
SYMBOLS
®F.T. FRAME TIE -DOWN FASTENED
TO GROUND ANCHOR
SII
PER
FR/
B SECTION TIE DOWN, SIDEWALL (TYP.)
A A SCALE: 3/4" - 1'-0"
✓1BER BEYOND
A (TYP)
FOUNDATION NOTES:
MATERIAL SPECIFICATIONS:
SOIL & SITE PREPARATION:
1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF
2000 PSF. ANY SOIL CONDITIONS THAI' MAY DIFFER FROM THIS MUST BE BROUGHT
TO THE ATTENTION OF THE ARCHI'T'ECT,
2. FOUNDA'T'IONS SHALL BE BUILT ON UNDISTURBED SOIL OR PROPERLY COMPACT
FILL MATERIAL, COMPACTED SOILS SHALL BE TESTED TO A MINIMUM OF 95%
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
3. EXCAVATIONS FOR FOUNDATIONS SHALL BE BACKFILLED WITH SOIL WHICH IS
FREE OF ORGANIC MATERIAL, CONSTRUCTION DEBRIS, AND LARGE ROCKS.
4. LESSEE/END USER IS RESPONSIBLE FOR INSURING THAT SITE/SOIL CONDITIONS
MEET OR EXCEED THE REQUIREMENTS SHOWN,
BASE PAD:
1. PIER FOOTING TYPE "A" SHALL BE 16"X18" ABS PAD OR 16"XI6"X4", 2500 PSI
CONCRETE PAD. PIER TYPE "B" SHALL USE (3)16"X18" PADS STACKED.
2. CONCRETE IN FOOTINGS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF NO
LESS IrHAN 2500 PSI AT 28 DAYS.
MASONRY UNIT':
1. PIERS SHALL BE CONSTRUCTED WITH NOMINAL 8"X8"X16" CONCRETE MASONRY
UNIT'S CONFORMING TO ASTM C-90.
WOOD & SHIM MATERIAL:
1. ALL WOOD BLOCKING AND SHIMS SIIALL BE CEDAR OR PRESSURE TREATED.
GROUND ANCHORS:
1, GROU�D ANCHORS SHALL HAVE 4725# MIN. ULTIMATE CAPACITY & SHALL BE
INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.
TIE -DOWN STRIPS:
1. THE TIE -DOWN STRAPS SHALL BE 1-" X 0.35" GALVANIZED STEEL QQS-781-H TYPE I
FINISH -B, GRADE -1. TIE -DOWN STRAPS ANC CONNECTING HARDWARE SHALL HAVE
4725# MIN. ULTIMATE CAPACITY.
INSTALLATION SPECIFICATIONS:
SOIL & SITE PREPARATION:
1. WHERE WATER IMPACTS THE GROUND FROM A ROOF VALLEY, DOWN SPOUT,
SCUPPER, OR OTHER RAINWA'T'ER COLLECTION OR DIVERSION DEVICE, PROVISIONS
SHALL BE MADE T'0 PREVENT SOIL EROSION AND DIRECT T'HE WATER AWAY FROM
THE F01INDATION.
2. FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR DRAINAGE.
THE AREA UNDER FOOTINGS, FOUNDATIONS, AND CONCRETE SLABS ON GRADE.
SHALL HAVE NO VEGITATION, STUMPS, ROOTS, AND FOREIGN MATERIAL REMOVED
PRIOR'SO THEIR CONSTRUCTION. FILL MATERIAL SHALL BE FREE OF VEGETATION
AND FGIZEIGN MA'T'ERIAL.
MASONRY UNIT:
1. LONG DIMENSION OF ALL PIERS MAY BE INSTALLED PEI PINDICULAR OR PARALLEL
TO THE FRAME. MAXIMUM OF (4) COURSES, (32" HIGH) UNLESS OTHERWISE NOTED.
2, FOUNDA'T'ION WALLS OF HOLLOW MASONRY CONSTRUCTION SHALL BE
CAPPED WITH 4" OF SOLID MASONRY OR CONCRETE, OR SOLID 2x P.T. LUMBER,
3. CONCRETE MASONRY UNITS SHALL CONFORM TO THE ASTM C 90 STANDARDS.
4. CONSTRUCTION OF DRY -STACKED, SURFACE BONDED MANSONRY WALLS WIIEN
SPECIFIED, INCLUDING STACKING AND LEVELING OF ALL UNITS, MIXING AND THE
APPLICA'T'ION OF MORTAR, CURING AND PROTECTION SHALL COMPLY WITH ASTM
C 946.
TIE -DOWN STRAPS:
1. THE FIRST TIE -DOWN ST"RAP FROM THE ENDWALL SHALL NOT EXCEED T-611
.
2. REFER'1'O TIE -DOWN CHART FOR MINIMUM NUMBER OF GROUND ANCHORS,
NUMBER OF ANCHORS MAY VARY FROM WHAT IS SHOWN ON THE FOUNDATION
PLAN.
5th Edition FBC w/ 2016 SUPPLEMENTS
DESIGN LOADS:
1. BASIC WIND SPEED- SEE PIER & STRAPPING SCHED.
2. RISK CATEGORY : II
3, WIND EXPOSURE: C
4. INTERNAL PRESSURE COEFF.: ;0.18
E3E GOND ,,l'RUED TO rM A
LIC' 'r_I,VSE ro PROCEED WITH THE WORK AND NO F AS
A31 HC:7RH Y TO VIOLA 1-' , CANCEL, ALTER OR SET
A:: 0E "aPI Y OF irir pRoVjlc Ogj l OF THE TECHNICAL
1 ()rP 1,;HAL L IS,'3)(.JANCE OFF\ PERMIT PREVENT
THE GUII_()ING� 0rrir,IAi ' ROIM THEREAFTER
A C;O((-GilOi I i)f ERr?ORS IN{'l.J1N13,
i cDa l;,Ti?U(; fk"}(,f �,tOTMhGUDLA
GROUND ANCHOR NOTE
GENERAL NOTE:
STABILIZER PLATES ARE NOT REQUIRED WITH
INSTALLATION, HOWEVER, ANY UNSTABLE SOIL
CONDITIONS THAT MAY IMPACT THE GROUND
ANCHORS ABILITY TO RESIST UPLIFT MUST BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT.
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(3) 16"X18" ABS PAD
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2 - 8"x8"x16"
BLOCK
o <:
:.........
_ .... .:, _ ,.... NOTE:
MAXIMUM 'OF (2) LAYERS
1 -6'
2'-8" OF WOOD MAY BE USED,
3'-0"
fi
NOTE:
EACH ADDITIONAL COURSE OF BLOCK
3) 16"x18"x3/4" ABS
PADS STACKED
MUST
BE SET PERPINDICULAR TO THE PREVIOUS
MINUTE MAN PRODUCT
OR AN APPROVED
COURSE.
EQUAL)
PIERS 3211- 40"
SCALE: 3/4" = 1'4'
SII
PER
FR/
B SECTION TIE DOWN, SIDEWALL (TYP.)
A A SCALE: 3/4" - 1'-0"
✓1BER BEYOND
A (TYP)
FOUNDATION NOTES:
MATERIAL SPECIFICATIONS:
SOIL & SITE PREPARATION:
1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF
2000 PSF. ANY SOIL CONDITIONS THAI' MAY DIFFER FROM THIS MUST BE BROUGHT
TO THE ATTENTION OF THE ARCHI'T'ECT,
2. FOUNDA'T'IONS SHALL BE BUILT ON UNDISTURBED SOIL OR PROPERLY COMPACT
FILL MATERIAL, COMPACTED SOILS SHALL BE TESTED TO A MINIMUM OF 95%
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
3. EXCAVATIONS FOR FOUNDATIONS SHALL BE BACKFILLED WITH SOIL WHICH IS
FREE OF ORGANIC MATERIAL, CONSTRUCTION DEBRIS, AND LARGE ROCKS.
4. LESSEE/END USER IS RESPONSIBLE FOR INSURING THAT SITE/SOIL CONDITIONS
MEET OR EXCEED THE REQUIREMENTS SHOWN,
BASE PAD:
1. PIER FOOTING TYPE "A" SHALL BE 16"X18" ABS PAD OR 16"XI6"X4", 2500 PSI
CONCRETE PAD. PIER TYPE "B" SHALL USE (3)16"X18" PADS STACKED.
2. CONCRETE IN FOOTINGS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF NO
LESS IrHAN 2500 PSI AT 28 DAYS.
MASONRY UNIT':
1. PIERS SHALL BE CONSTRUCTED WITH NOMINAL 8"X8"X16" CONCRETE MASONRY
UNIT'S CONFORMING TO ASTM C-90.
WOOD & SHIM MATERIAL:
1. ALL WOOD BLOCKING AND SHIMS SIIALL BE CEDAR OR PRESSURE TREATED.
GROUND ANCHORS:
1, GROU�D ANCHORS SHALL HAVE 4725# MIN. ULTIMATE CAPACITY & SHALL BE
INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.
TIE -DOWN STRIPS:
1. THE TIE -DOWN STRAPS SHALL BE 1-" X 0.35" GALVANIZED STEEL QQS-781-H TYPE I
FINISH -B, GRADE -1. TIE -DOWN STRAPS ANC CONNECTING HARDWARE SHALL HAVE
4725# MIN. ULTIMATE CAPACITY.
INSTALLATION SPECIFICATIONS:
SOIL & SITE PREPARATION:
1. WHERE WATER IMPACTS THE GROUND FROM A ROOF VALLEY, DOWN SPOUT,
SCUPPER, OR OTHER RAINWA'T'ER COLLECTION OR DIVERSION DEVICE, PROVISIONS
SHALL BE MADE T'0 PREVENT SOIL EROSION AND DIRECT T'HE WATER AWAY FROM
THE F01INDATION.
2. FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR DRAINAGE.
THE AREA UNDER FOOTINGS, FOUNDATIONS, AND CONCRETE SLABS ON GRADE.
SHALL HAVE NO VEGITATION, STUMPS, ROOTS, AND FOREIGN MATERIAL REMOVED
PRIOR'SO THEIR CONSTRUCTION. FILL MATERIAL SHALL BE FREE OF VEGETATION
AND FGIZEIGN MA'T'ERIAL.
MASONRY UNIT:
1. LONG DIMENSION OF ALL PIERS MAY BE INSTALLED PEI PINDICULAR OR PARALLEL
TO THE FRAME. MAXIMUM OF (4) COURSES, (32" HIGH) UNLESS OTHERWISE NOTED.
2, FOUNDA'T'ION WALLS OF HOLLOW MASONRY CONSTRUCTION SHALL BE
CAPPED WITH 4" OF SOLID MASONRY OR CONCRETE, OR SOLID 2x P.T. LUMBER,
3. CONCRETE MASONRY UNITS SHALL CONFORM TO THE ASTM C 90 STANDARDS.
4. CONSTRUCTION OF DRY -STACKED, SURFACE BONDED MANSONRY WALLS WIIEN
SPECIFIED, INCLUDING STACKING AND LEVELING OF ALL UNITS, MIXING AND THE
APPLICA'T'ION OF MORTAR, CURING AND PROTECTION SHALL COMPLY WITH ASTM
C 946.
TIE -DOWN STRAPS:
1. THE FIRST TIE -DOWN ST"RAP FROM THE ENDWALL SHALL NOT EXCEED T-611
.
2. REFER'1'O TIE -DOWN CHART FOR MINIMUM NUMBER OF GROUND ANCHORS,
NUMBER OF ANCHORS MAY VARY FROM WHAT IS SHOWN ON THE FOUNDATION
PLAN.
5th Edition FBC w/ 2016 SUPPLEMENTS
DESIGN LOADS:
1. BASIC WIND SPEED- SEE PIER & STRAPPING SCHED.
2. RISK CATEGORY : II
3, WIND EXPOSURE: C
4. INTERNAL PRESSURE COEFF.: ;0.18
E3E GOND ,,l'RUED TO rM A
LIC' 'r_I,VSE ro PROCEED WITH THE WORK AND NO F AS
A31 HC:7RH Y TO VIOLA 1-' , CANCEL, ALTER OR SET
A:: 0E "aPI Y OF irir pRoVjlc Ogj l OF THE TECHNICAL
1 ()rP 1,;HAL L IS,'3)(.JANCE OFF\ PERMIT PREVENT
THE GUII_()ING� 0rrir,IAi ' ROIM THEREAFTER
A C;O((-GilOi I i)f ERr?ORS IN{'l.J1N13,
i cDa l;,Ti?U(; fk"}(,f �,tOTMhGUDLA
GROUND ANCHOR NOTE
GENERAL NOTE:
STABILIZER PLATES ARE NOT REQUIRED WITH
INSTALLATION, HOWEVER, ANY UNSTABLE SOIL
CONDITIONS THAT MAY IMPACT THE GROUND
ANCHORS ABILITY TO RESIST UPLIFT MUST BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT.
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/� CONSULTING ARCHITECT
PERMIT _� �` THOMAS L. MELTON
FLORIDA # AR0017033
REVISION DATE: DATE: 05-25-2017
' DRAWN: R.C.S.
JOB #: STOCh
I
` z it SHEET NO,
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(() COPYRIGHT 2007—MODULAR PLAN`:; DESIGN, C)
�r
F.I.F ELEV
2'46"(2.50')
5'-4" x 5'4',"
LANDING
m
4'-0" x 10'-0"
RAMP SECTION
10'-0"
DENOTES
ANCHOR LOCATION
SEE PAGE 9 FOR DETAILS
AND NOTE #17 ON COVER
PAGE I
4'-0" x110'-0"
RAMPS CTION
II
II
TIE DOWN PLAN
SCALE: 3/16" = P-0"
E
RS1
ELEVATION LAN
SCALE: 3/16" = F--0"
2'-8" jBLDG SIDE 2"x5"x1/8"
14 --
II
II
ii
4'-0" x 10'-0"
RAMP SECTION
- i I RAMP DOWN (1:12 MAX.)
TIE -DOWN DESIGN LOADS:
WIND LOAD: 180 MPH
EXPOSURE CATEGORY: C
RISK CATEGORY: II
ELEV-1
0'-0"(0.00')
Z?q�� H
�JRS 1
DENOTES
ANCHOR LOCATION _
UMO k r-YA WVCL-
#14 x 3/4" LONG SELF 2" x 5" x 3/16"
DRILLING PAN HEAD SCREW
(12" O.C. MAX)
1/8" 2-12
1/8' 2-12
STAIR TO LANDING 2 1/8"
CONNECTION RS1 1/8
F---� I
STAIR STRINGER
I: 2" x 8" x 1/8" ALUM TUBE
_ o
(TYPICAL
L —.7V O
L_____�
LANDING
URS CHANNELit
2" x 5" x 1/8"
Lu
� EACH \ -
OCCURANCE
r 1/4" x 3/4" LG SELF, I ri
co DRILLING HEX HEAD SCREW
°N° 1=ACH
OCCURANCE
EACH VERTICAL LEG
(=VERY TREAD) 1/8" 1 1/4"
EACH
— OCCURANCE 1/8" 2-12 —�
RISER PLATE
8" x 1/8" THK
N
T
i DETAIL
3/4"x0
SQ.1
PICIO
1 1 /2"x1 "x0.093'
SNAP CHANNEL
W/CLOSURE
2"x5":
SELF -MATING CHAS
1 7/16":
WALT
TUBE VEI
c ISO g RAMP W/ RAILING
RSl SCALE: 3" = F-0"
RS1 SLIP -RESISTANT STAIR TREAD 2 t
SCALE: 3"=1'-0"
CROSS SECTION
2 DETAIL
RS1 2 3/4"X1 1/2" STAIR URS HINGE
U
;-- n SCALE: NTS
r
EXTRUDED SLIP -RESISTANT
ALUMINUM STAIR TREAD (TYPICAL)
RAIL MOUNTING POCKET
.��• �� �! f,,;
2"x 2" x 1/8" TUBE
Al
2"x5"x1/8"
SELF MATING ALUM.
CHANNEL W/.125"
RADIUS EDGES
TOP OF
RAMP DECK
ch
1/4"
r '
d �- --�x314" H.H. SELF
DRILLING SCREWS (TYP)
V-0" O.C. MIN.
1/8" 1/2" @ EVERY RIB
F _ RAMP TO RAIL CONNECTION
RSl SCALE: 1 1/2" = 1'4'
LLL V ATIU.N PLAN
SCALE: 3/16" = F-0"
3"x3"x1/4" THK ANGLE x6 3/4"
3 3/4" (INSIDE/INSIDE)
MIN LEVEL 12
(TYP) �� 1
SEE NOTE BELOW -
2
_ -
I
II
LOWER END HOOP N
r I
12
1 FINISHED GRADE
WALKING SURFACE I
SEE NOTE
URS DECK ANGLE
w
1/4" THK TRANSITION PLATE I
❑
OR 8" SELF MATING EXTRUDE[
U
1 1/2"x 6" AND 8" ALUM. DECK W/SLIP RESISTANT SURFA : E i '
a
NOTE: i !
SHARP OR JAGGED EDGES,
IP RESISTANT SURFACE
WA
<V
2"x5"x1 /8"
TOP OF LANDING
THRESHOLD
c END OF RAMP VIEW
CHANGE PENDING FIELD VERIFICATI ' N OF
SELF MATING CHANNEL
UMO k r-YA WVCL-
#14 x 3/4" LONG SELF 2" x 5" x 3/16"
DRILLING PAN HEAD SCREW
(12" O.C. MAX)
1/8" 2-12
1/8' 2-12
STAIR TO LANDING 2 1/8"
CONNECTION RS1 1/8
F---� I
STAIR STRINGER
I: 2" x 8" x 1/8" ALUM TUBE
_ o
(TYPICAL
L —.7V O
L_____�
LANDING
URS CHANNELit
2" x 5" x 1/8"
Lu
� EACH \ -
OCCURANCE
r 1/4" x 3/4" LG SELF, I ri
co DRILLING HEX HEAD SCREW
°N° 1=ACH
OCCURANCE
EACH VERTICAL LEG
(=VERY TREAD) 1/8" 1 1/4"
EACH
— OCCURANCE 1/8" 2-12 —�
RISER PLATE
8" x 1/8" THK
N
T
i DETAIL
3/4"x0
SQ.1
PICIO
1 1 /2"x1 "x0.093'
SNAP CHANNEL
W/CLOSURE
2"x5":
SELF -MATING CHAS
1 7/16":
WALT
TUBE VEI
c ISO g RAMP W/ RAILING
RSl SCALE: 3" = F-0"
RS1 SLIP -RESISTANT STAIR TREAD 2 t
SCALE: 3"=1'-0"
CROSS SECTION
2 DETAIL
RS1 2 3/4"X1 1/2" STAIR URS HINGE
U
;-- n SCALE: NTS
r
EXTRUDED SLIP -RESISTANT
ALUMINUM STAIR TREAD (TYPICAL)
RAIL MOUNTING POCKET
.��• �� �! f,,;
2"x 2" x 1/8" TUBE
Al
2"x5"x1/8"
SELF MATING ALUM.
CHANNEL W/.125"
RADIUS EDGES
TOP OF
RAMP DECK
ch
1/4"
r '
d �- --�x314" H.H. SELF
DRILLING SCREWS (TYP)
V-0" O.C. MIN.
1/8" 1/2" @ EVERY RIB
F _ RAMP TO RAIL CONNECTION
RSl SCALE: 1 1/2" = 1'4'
LLL V ATIU.N PLAN
SCALE: 3/16" = F-0"
3"x3"x1/4" THK ANGLE x6 3/4"
3 3/4" (INSIDE/INSIDE)
MIN LEVEL 12
(TYP) �� 1
SEE NOTE BELOW -
2
_ -
I
II
LOWER END HOOP N
r I
12
1 FINISHED GRADE
WALKING SURFACE I
SEE NOTE
URS DECK ANGLE
,..,�
6
i} I
1/4" THK TRANSITION PLATE I
❑
OR 8" SELF MATING EXTRUDE[
JOINTS SHALL BE SMOOTH AND FRE : ; FROM
1 1/2"x 6" AND 8" ALUM. DECK W/SLIP RESISTANT SURFA : E i '
UMINUM DECK WITH
NOTE: i !
SHARP OR JAGGED EDGES,
IP RESISTANT SURFACE
WA
NO OPENING WILL ALLOW A 4" SPHERE TO PASS THROUGH.
2"x5"x1 /8"
TOP OF LANDING
THRESHOLD
c END OF RAMP VIEW
CHANGE PENDING FIELD VERIFICATI ' N OF
SELF MATING CHANNEL
r
NOTE:
c w
EXISTING G❑NDITI❑NS,
NO OPENING WILL ALLOW A 4" 'T
-
X
SPHERE TO PASS THROUGH.
-
GENERAL.
a%Iv
--
Ll
Ll U NOTE::
T4
u
ALL OTHER LANDING
TYP.
ALUMINUM RAMP, LANDING AND STAIR SECTIONS SHALL BE A RIGID, FREE -SPAN DE`:;GN.
RAILS SIMILIAR
� Q
1/8" ALL LANDING
CORNERS
DESIGN OF THE ALUMINUM STRUCTURES SHALL CONFORM TO THE CURRENT EDITION IF THE
- WALKING
va
1/2" @ EA. RIB 1/8" O
ALUMINUM ASSOCIATION SPECIFICATIONS AND GUIDELINES FOR ALUMINUM STRUCTUI' _S, I i
SURFACE
z
3,
—
5'-4"
–�
TO BE 6061–T6, 6063–T6 AND 6005–T5ALUMINUM ALLOY,
PLAN VIEW
1"x3"x1/8" RECT.
ALUMINUM WILL BE STANDARD MILL FINISH UNLESS OTHERWISE N❑TED,
ELEVATION VIEW
ALUM. TUBE STRINGER,
WELDING SHALL BE IN ACCORDANCE WITH ANSI/AWS D12-97 GAS METAL ARC WEL ING ;(GMAW)
A 5'-4" LANDING RAIL
B 5'-4" S
LANDING
ALL FASTENERS TO BE 18-8 (SERIES 304) STAINLESS STEEL UNLESS OTHERWISE ' ❑TED.'
RSi SCALE: 1 1/2" = 1' 0"
RSl SCALE: 1 1/2" =
P-0"
UMO k r-YA WVCL-
#14 x 3/4" LONG SELF 2" x 5" x 3/16"
DRILLING PAN HEAD SCREW
(12" O.C. MAX)
1/8" 2-12
1/8' 2-12
STAIR TO LANDING 2 1/8"
CONNECTION RS1 1/8
F---� I
STAIR STRINGER
I: 2" x 8" x 1/8" ALUM TUBE
_ o
(TYPICAL
L —.7V O
L_____�
LANDING
URS CHANNELit
2" x 5" x 1/8"
Lu
� EACH \ -
OCCURANCE
r 1/4" x 3/4" LG SELF, I ri
co DRILLING HEX HEAD SCREW
°N° 1=ACH
OCCURANCE
EACH VERTICAL LEG
(=VERY TREAD) 1/8" 1 1/4"
EACH
— OCCURANCE 1/8" 2-12 —�
RISER PLATE
8" x 1/8" THK
N
T
i DETAIL
3/4"x0
SQ.1
PICIO
1 1 /2"x1 "x0.093'
SNAP CHANNEL
W/CLOSURE
2"x5":
SELF -MATING CHAS
1 7/16":
WALT
TUBE VEI
c ISO g RAMP W/ RAILING
RSl SCALE: 3" = F-0"
RS1 SLIP -RESISTANT STAIR TREAD 2 t
SCALE: 3"=1'-0"
CROSS SECTION
2 DETAIL
RS1 2 3/4"X1 1/2" STAIR URS HINGE
U
;-- n SCALE: NTS
r
EXTRUDED SLIP -RESISTANT
ALUMINUM STAIR TREAD (TYPICAL)
RAIL MOUNTING POCKET
.��• �� �! f,,;
2"x 2" x 1/8" TUBE
Al
2"x5"x1/8"
SELF MATING ALUM.
CHANNEL W/.125"
RADIUS EDGES
TOP OF
RAMP DECK
ch
1/4"
r '
d �- --�x314" H.H. SELF
DRILLING SCREWS (TYP)
V-0" O.C. MIN.
1/8" 1/2" @ EVERY RIB
F _ RAMP TO RAIL CONNECTION
RSl SCALE: 1 1/2" = 1'4'
LLL V ATIU.N PLAN
SCALE: 3/16" = F-0"
3"x3"x1/4" THK ANGLE x6 3/4"
3 3/4" (INSIDE/INSIDE)
MIN LEVEL 12
(TYP) �� 1
SEE NOTE BELOW -
2
_ -
I
II
LOWER END HOOP N
r I
12
1 FINISHED GRADE
WALKING SURFACE I
ALL RECTANGULAR LANDINGS o
VERTICAL PICKET GUARDRAIL
J .•.......i,
,..,�
6
i} I
1/4" THK TRANSITION PLATE I
❑
15, ALL SURFACES, MEMBERS AND THEIR WELDED
JOINTS SHALL BE SMOOTH AND FRE : ; FROM
1 1/2"x 6" AND 8" ALUM. DECK W/SLIP RESISTANT SURFA : E i '
NOTE: i !
SHARP OR JAGGED EDGES,
NO OPENING WILL ALLOW A 4" SPHERE TO PASS THROUGH.
TOP OF LANDING
THRESHOLD
c END OF RAMP VIEW
CHANGE PENDING FIELD VERIFICATI ' N OF
01)
r
R$l SCALE: 3/4" = F-0" i
c w
EXISTING G❑NDITI❑NS,
I-
i
X
~
'
CD Q
GENERAL.
NOTES.
°°°°CO
1 1/4"I @ EA. LEG 1/8"
T4
1.
ALUMINUM RAMP, LANDING AND STAIR SECTIONS SHALL BE A RIGID, FREE -SPAN DE`:;GN.
mais
� Q
2,
DESIGN OF THE ALUMINUM STRUCTURES SHALL CONFORM TO THE CURRENT EDITION IF THE
cn
va
1/2" @ EA. RIB 1/8" O
ALUMINUM ASSOCIATION SPECIFICATIONS AND GUIDELINES FOR ALUMINUM STRUCTUI' _S, I i
w
z
3,
ALUMINUM CONSTRUCTION USING THE 6000 SERIES ALUMINUM ALLOYS, STRUCTURAL EMBERS
TO BE 6061–T6, 6063–T6 AND 6005–T5ALUMINUM ALLOY,
4,
ALUMINUM WILL BE STANDARD MILL FINISH UNLESS OTHERWISE N❑TED,
U
5,
WELDING SHALL BE IN ACCORDANCE WITH ANSI/AWS D12-97 GAS METAL ARC WEL ING ;(GMAW)
V♦
o
6.
ALL FASTENERS TO BE 18-8 (SERIES 304) STAINLESS STEEL UNLESS OTHERWISE ' ❑TED.'
z
p
7,
LANDING, RAMP, AND STAIR SECTIONS ARE TO BE ENGINEERED FOR A 10OPSF LIVE LOAD,';
8,
LANDING AND RAMP WALKING SURFACES SHALL BE DESIGNED FOR A MINIMUM C❑NCI : JTRAT ED
VERTICAL LOAD OF 300 LBS APPLIED EVENLY ❑VER A 12'x12' AREA, STAIR TRErDS SHALL
.j
CD
N
BE DESIGNED TO WITHSTAND A MINIMUM CONCENTRATED LOAD ❑F 300 LBS LIVER r.:4 INCHa.
AREA.
I
9,
RAMP AND LANDING GUARDRAILS TO BE 42 INCH MINUMUM HEIGHT UNLESS ❑THERW: `;E j
SPECIFIED, (34 AND 38 INCH TWO-LINE RAMP RAILS AND 34 AND 38 INCH VERTI : AL PICKET
w .Q
RAMP RAILS AS WELL AS CUSTOM DESIGN RAMP RAILS AVAILABLE UPON REQUEST FOR 1
Q o
SYSTEMS NO MORE THAN 30 INCHES ABOVE FINISHED GROUND LEVEL,)
< af
10,HANDRAIL
ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A LOAD OF 50 PLFi!00
1.) FOR ATTACHMENT LIGHT GAUGE METAL JOIST: THROUGH BOLT WITH 5/16" DIA.
APPLIED IN ANY DIRECTION AT THE TOP OF "(HE RAIL,
0 o
11,
HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A SINGLE
HEX -HEAD BOLT, FLAT WASHER, & 5/16" NUT. (12" O.C. MAX.)
CONCENTRATED LOAD OF 250 LBS, APPLIED IN ANY DIRECTION AT ANY P❑INT ALL IG THE
LL
Q
TOP OF THE RAIL, THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WI1 II THE
®
j
LOADS SPECIFIED IN THE PRECIDING PARAGRAPH,
o Q
12.
INTERMEDIATE RAILS (ALL THOSE EXCEPT. HANDRAILS), BALUSTERS AND PANEL FI .'_ERS `
_
r J m
SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF `j) LBS, ON
RAMP TO LANDINGvj
CONNECTOR
AN EQUAL TO 1 SQUARE FOOT, INCLUDING OPENINGS AND SPACE BETWEEN RAILS, i
13
GUARDRAIL_ SYSTEMS SHALL BE DESIGNED S❑ THAT A 4 (FOUR) INCH SPHERE CAN, ❑T PASS
TLJ�f'll ICLJ AKIV nnr-nrrnir- !
B RAMP TO RAIL CONNECTION
Q
ALL RECTANGULAR LANDINGS o
i ii�uuui i r�v i ui �ivlivu, I
14, DECK SURFACE SHALL BE SLIP RESISTAN"1, EXTRUDED ALUMINUM DECKING WITH A TRIPLE
I -BEAM, SELF -MATING DESIGN,
J .•.......i,
,..,�
6
i} I
, .., lw,.✓
❑
15, ALL SURFACES, MEMBERS AND THEIR WELDED
JOINTS SHALL BE SMOOTH AND FRE : ; FROM
SHARP OR JAGGED EDGES,
m
TOP OF LANDING
THRESHOLD
16,ALL DESIGNS SHOWN HEREIN ARE SUBJECT TO
CHANGE PENDING FIELD VERIFICATI ' N OF
r
EXISTING G❑NDITI❑NS,
I-
i
1 1/4"I @ EA. LEG 1/8"
SLOPE
RAMP SECTION
'
1/2" @ EA. RIB 1/8" O
RAMP @ 1: �2 (5)
(HANDRAIL NOT INSTALLED)
U
PROPRIETARY HINGE EXTRU: I DN
PRESSURE TREATED WOOD
(SAME WIDTH AS RAMP)
BLOCKS (EVERY 18' TO 24" O.C.
TOP OF DECK _ _
TOP OF
I
DECK
j
DIFFERENT TYPES OF ATTACHMENT;
_
w
1.) FOR ATTACHMENT LIGHT GAUGE METAL JOIST: THROUGH BOLT WITH 5/16" DIA.
1/8" 1 1/4" @ EA. LEG
HEX -HEAD BOLT, FLAT WASHER, & 5/16" NUT. (12" O.C. MAX.)
LL
2.) FOR ATTACHMENT TO WOOD: 5/16" DIA. HEX - HEAD LAG SCREWS (12" O.C. MAX.)
1/8" 1/2" @ EA. RIB I
j
3.) FOR ATTACHMENT CEMENT: 3/8" DIA. HEX - HEAD SLEEVE ANCHORS. (12" O.C. MAX.)en
_
RAMP TO LANDINGvj
CONNECTOR
B RAMP TO RAIL CONNECTION
1/4"x3/4" SELF
DRILLING
vi
HEX HEAD
SCREWS
ppyy
RSl SCALE: 1 1/2"= 1'-0"
I
'
Lam.
c RAMP TO LANDING CONNECTION 0
RSl SCALE: 3" = 1'4'
..-
FBC, 5TH EDITION W 2016 SUPP (� 0 w
COMPLIANCE STATEMENT:
1. BASIC WIND SPEED- 180 MPH (HVHZ)
2. RISK CATEGORY: II
3. WIND EXPOSURE: C
– 4• DECK LIVE LOAD: 100 PSF
5, HANDRAIL IMPACT: 200 PSF
DESIGN CRITERIA CL
COMPLIANCE STATEMENT:
IE- LONG X T 1 1/4"4.035"NGFLORIDA BUILDING CODE, 51H ED W/ 2016 SUPP
TIE -DOWN EARTH STRAPPING ANSI & FFPC, 5TH EDITION W 2016 SUPPLEMENTS
ANCHOR WITH GROUND ASTM CERTIFIED / t®
DOUBLE HELIX — 2015 EPCOT BUILDING CODE ' W/ 2016 & 2017 SUFI
AND STABILIZER PLATE r 2015 EPCOT ACCESSIBILITY CODDE W/ 2016 SUPP !
BEHIND ANCHOR
IBE
I
CONSULTIN t 9 ARCHITECT P
THOMASI, MELTON
FLORIDA I gRO017033
E TIE DOWN EARTH ANCHOR REVISION DATE:
DATE: oz -o7-2017
RSl SCALE: 1 1/2" = F-0" DRAWN: R.L.G.
1
JOB #: RT -WS -C
�•� SHEET NO.
RS
1
(C) COPYRIGHT 2015–MODULAR PLANS DESIGN, CO.